Share: 
NWP EB over Rock Creek
Map
Coordinates:
+38.95909, -105.08548
38°57'33" N, 105°05'08" W
+38.95909, -105.08548
38°57'33" N, 105°05'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NWP EB over Rock Creek |
| Structure number: | NWP-05.68A |
| Location: | 5.68 MI FROM I-25 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 135.5 ft. [41.3 m] |
| Total length: | 248.4 ft. [75.7 m] |
| Roadway width between curbs: | 40.4 ft. [12.3 m] |
| Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
| Owner: | Local Toll Authority [32] |
| Year built: | 2002 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,000 [as of 2009] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 100.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Fair | Good | Satisfactory | Satisfactory | 15000 | 100.0 |
| May 2015 | Fair | Good | Satisfactory | Satisfactory | 15000 | 100.0 |
| May 2013 | Fair | Good | Satisfactory | Satisfactory | 15000 | 100.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 1,241 | 1,215 | 26 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 1,241 | 1,241 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 10,797 | 10,689 | 108 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 10,052 | 10,052 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 2 | 2 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 87 | 81 | 6 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 87 | 87 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 44 | 44 | 0 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 87 | 0 | 87 | 0 | 0 |
| Pourable Joint | linear ft. | 87 | 0 | 87 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 496 | 496 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 496 | 496 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1646606
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1646606